Structures Congress 2013: Bridging Your Passion with Your Profession

Leshko, Brian J.; McHugh, Jonathan D.

doi:10.1061/9780784412848

Structures Congress 2013: Bridging Your Passion with Your Profession

Herausgeber:	Brian J. Leshko Jonathan D. McHugh
Medium:	Tagungsband
Sprache(n):	Englisch
Verlag:	American Society of Civil Engineers
Veröffentlicht in:	Reston, USA
Tagung:	Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013
ISBN-10:	0784412847
ISBN-13:	9780784412848
DOI:	10.1061/9780784412848
Bemerkungen:	Proceedings of the Structures Congress 2013, held in Pittsburgh, Pennsylvania, May 2-4, 2013. Sponsored by the Structural Engineering Institute of ASCE. Structures Congress 2013 contains 267 papers on subjects that are advancing structural engineering in the areas of bridges, buildings, and non-building structures. Topics include: blast assessment, seismic retrofit and assessment; bridge design, monitoring, and history; innovative engineering and research; business issues; and sustainability.
Bestellbar bei:	Amazon.de (Deutschland) Amazon.fr (France) Amazon.co.uk (United Kingdom) Amazon.com (United States)

Artikel

Autor(en)	Titel	Seite(n)
Abbasi, Rahim	Raising the Height Limit of Wood-Framed Apartment Buildings	1265-1276
Adaros, Macarena Schachter	Effect of Inertia Forces on Support Reactions of Beams subjected to Uniform Blast Loads	93-102
Agarwal, Anil	Parameters Influencing Collapse Resistance of Building Structures Subjected to Fire Loading	2578-2589
Al Harash, M. T.	Inelastic Seismic Response of Hysteretic-Parametric In-plane Analysis of Concrete Floor Diaphragms	2265-2273
Al-Janabi, Musab Aied Qissab	Behavior of Spliced Steel Girders under Impact	148-160
Alberson, Ryan M.	High Strength Glass Testing and Model Validation for Static and Dynamic Loading	203-215
Alemdar, Bulent N.	Comparison of Dynamic Characteristics and Response Analysis of Building Structures Incorporating Viscous Fluid Dampers and Buckling Restrained Braces	2229-2240
Allen, Michael	Two Stage Analysis: Implementation Challenges	2192-2202
Almufti, Ibrahim	Wind Comfort Studies for the Vegas High Roller Observation Wheel	1313-1322
Alostaz, Yousef	Innovative Blast Resistant Glazing System	161-169
Alostaz, Yousef	Innovative Design of High Speed Balancing Bunkers	1415-1424
Alvi, Irfan A.	Engineers Need to Get Real, But Can't: The Role of Models	916-927
Aly, Aly Mousaad	Aerodynamic Loads on Solar Panels	1555-1564
Amirahmad, Aslam	Monitoring Procedures for the Application of the Concept of Pre-Allocation of Total Float	873-884
Aragon, Theresa C.	Non-Linear Behavior of Multi-Story Walls using Unbonded Post-Tensioned Concrete Coupling Beams	2590-2601
Asselin, Robert	Design of Hybrid Masonry Systems	1150-1158
Astroza, R.	Shake Table Testing of a Full-Scale Five-Story Building: System Identification of the Five-Story Test Structure	1472-1484
Ataei, Hossein	Effect of Window Sizes and Glazing Panel Aspect Ratios on Mitigating the Injuries from Flying Glass due to Air Blast	125-136
Atamturktur, Sez	A Combined Experimental and Numerical Study: Linking Vibration Response to Load Carrying Capacity of a Masonry Dome	1169-1180
Attary, N.	Performance Assessment of a Highway Bridge Structure employing Adaptive Negative Stiffness for Seismic Protection	1736-1746
Bahmani, Pouria	Direct Displacement Design of Vertically and Horizontally Irregular Woodframe Buildings	1217-1228
Bahnasy, A.	Linear or Nonlinear Fluid Viscous Dampers? A Seismic Point of View	2253-2264
Baker, Jack	Risk Communication for Critical Civil Infrastructure Systems	1822-1832
Barsottelli, Matthew	Fundamentals of Highway Bridge Demolition	680-688
Beghini, Alessandro	Applications of Structural Optimization in Architectural Design	2499-2507
Besjak, Charles	Center for Character and Leadership Development at the United States Air Force Academy	1036-1045
Besjak, Charles	Geometric Optimization of Kuwait University Stadium and Tennis Centre	2989-2995
Besjak, Charles	King Abdullah Financial District Conference Center	1025-1035
Bhargava, Ashish	Vibrations Assessment of a Hospital Floor for a Magnetic Resonance Imaging Unit (MRI) Replacement	2433-2444
Bhuiyan, Mohammad T.	Effect of Diaphragm Flexibility on Tall Building Responses	2286-2297
Birely, Anna C.	ASCE 31/41 Evaluation of Damaged Chilean Walled Buildings	2056-2067
Bishop, Erik S.	Waste Not Thy Hour: The Innovative, Fast-Tracked Reconstruction and Seismic Rehabilitation of Whatcom Middle School	1002-1013
Bonstrom, H. L.	Regional Hazard Damage Estimation Using System Reliability	1800-1811
Brett, Cory R.	Design and Fabrication of Precast Segmental Concrete Foundations in the U.S. and Erection in the Remote Arctic	991-1001
Brigham, J. C.	Methods in Computational Inverse Mechanics for the Advancement of Smart Structure Technologies	1914-1925
Brownjohn, James	Improving Resilience of Infrastructure: The Case of Bridges	1812-1821
Brunesi, E.	Evaluation of the Response of Partially Restrained Bolted Beam-to-Column Connection Subjected to Cyclic Pseudo-Static Loads	2310-2321
Bryant, Larry M.	Are You Positive About Negative Phase?	103-114
Bulleit, William M.	Engineers Shouldn't Think Too Fast	908-915
Burak, Burcu	Development of a Parametric Equation to Predict the Joint Shear Strength	1616-1628
Carreiro, J. L.	Evaluation of Low Cost Dynamic Exciters for Controlled Dynamic Testing of Bridges	422-435
Chae, Yunbyeong	An Enhanced Hydraulic Actuator Control Method for Large-Scale Real-Time Hybrid Simulations	2382-2393
Chen, Cheng	Reliability Assessment of Real-Time Hybrid Simulation Results for Seismic Hazard Mitigation	2346-2357
Chen, Zhiyong	Seismic Performance of Mid-Rise Hybrid Light Wood Frame Buildings and Influence of Diaphragm Flexibility	1229-1241
Cimellaro, G. P.	Community Resilience Index Integrating Network Interdependencies	1789-1799
Cimellaro, G. P.	Disaster Resilience of hospitals considering emergency ambulance services	2824-2836
Clayton, Patricia M.	Full-Scale Testing of Self-Centering Steel Plate Shear Walls	1694-1700
Comber, Matthew V.	Disaster Resilience and Sustainable Design: Quantifying the Benefits of a Holistic Design Approach	2717-2728
Coughlin, A. M.	Blast Design Considerations for Double-Façade Curtain Walls	181-190
Crosti, C.	Collapse Analysis of a Metal Structure	296-307
Dao, Thang	Combined Loss due to Hurricanes and Storm Surge	2020-2031
Darling, S. C.	Self-Centering Beams for Seismically Resilient Moment Frames	1701-1712
Davidge, W. M. (Bill)	Main Street Bridge Project, Danville, VA Open Spandrel Concrete Arch Bridges: New and Old	599-610
Davis, Brad	Solving Floor Vibration Problems Using Dynamic Analysis and Testing	1759-1766
Deng, Yong	Non-Linear Time History Analysis of A Highly Horizontally Curved Bridge on Yerba Buena Island (YBI) WB On-Ramps, Bay Bridge, San Francisco, CA	502-513
Dorvash, Siavash	Uncertainties in Identification of a Steel Bridge Dynamic Characteristic	328-339
Dusicka, P.	Shaking Response of Tall High-Voltage Equipment Retrofitted with Friction Dampers	1381-1390
Elkady, Ahmed	Effect of Composite Action on the Dynamic Stability of Special Steel Moment Resisting Frames Designed in Seismic Regions	2151-2160
Engelhardt, Michael D.	Observations from the Fire and Collapse of the Faculty of Architecture Building, Delft University of Technology	1138-1149
Ezekiel, Samson	Constitutive Model for Compressive Strength and Elastic Modulus for Concrete under Elevated Temperature	2916-2925
Fadden, Matthew	Evaluation of HSS-to-HSS Moment Connections for Seismic Applications	2334-2345
Fakharifar, Mostafa	Seismic Performance and Global Ductility of Reinforced Concrete Frames with CFRP Laminates Retrofitted Joints	2080-2093
Fan, Xiaohu	Experimental Characterization of Aging Effects on Steel Bridge Bearings under Cyclic Loads	541-552
Fernandez, Pedro	A Practical Method for Critical Load Determination and Stability Evaluation of Structures	1987-1996
Figueroa-Vallines, Joel	Structural Hardening of Critical Facilities for FEMA and ICC Compliance	970-979
Fogarty, J.	Collapse Behavior of Steel Columns under Lateral Loading	2848-2859
Fouché, Pierre	Blast and Earthquake Resistant Bridge Pier Concept: Retrofit and Alternative Design Options	216-225
Frankie, Thomas	Hybrid Simulation of Curved Four-Span Bridge: Comparison of Numerical and Hybrid Experimental/Analytical Results and Methods of Numerical Model Calibration	721-732
Fratinardo, Vincent F.	Accuracy of EF Ratings Following a Tornado Event: An Engineer's Perspective	980-990
Fuselier, Blaine	Comparison of Modeling Strategies to Capture Component Level Damage in Non-ductile Reinforced Concrete Buildings	2094-2105
Gebreselassie, Kibraeb	Efficient Nonlinear Finite Element Modeling of High Strength Pre-Tensioned Concrete Girders	2009-2019
Gerges, Rafik	Tuning Structural Properties of High-Rise Buildings to Control Wind Response	1082-1093
Ghorbani, R.	Rapid and Affordable Seismic Retrofit of Substandard Confined Masonry	1193-1204
Ghosn, M.	Reliability-based Performance Indicators for Buildings, Bridges and Other Civil Infrastructure	1833-1844
Gilani, Amir S. J.	Seismic Evaluation of Suspended Ceiling Systems using Static and Dynamic Procedures	1523-1532
Glassman, Jonathan D.	Shear Buckling Behavior of Steel Plate Girders at Elevated Temperatures	2872-2883
Godinho, Jessica	Design & Detailing of Metal Stud Wall Systems in Response to Air-Blast Loading Effects	226-238
Gonzalez, D.	Seismic Retrofit of a 1960's Steel-Frame Industrial Building In Washington State Using Viscous Dampers	1046-1057
Goudarzi, N.	Investigation of the Post-Cracking Dynamic Behavior of Masonry Structures Retrofitted with CFRP	1181-1192
Gould, Phillip L.	Revisiting the Design, Construction and Damage Assessment of Large Hyperbolic Cooling Towers	1277-1288
Griffith, C.	Hybrid Simulation of a Wood Shear Wall Frame	2421-2432
Guha, T. K.	Modelling the Roof-to-Wall Connections and Roof Failures in Residential, Wood-Frame Buildings under Realistic Wind Loads	1242-1254
Gul, M.	Critical Issues, Condition Assessment and Monitoring of Movable Bridges: Image Processing for Open Gear Monitoring	308-318
Gul, M.	A Review of Structural Health Monitoring of a Football Stadium for Human Comfort and Structural Performance	2445-2454
Hajihashemi, A.	Effects of Different Support Modeling Assumptions on the Seismic Response of Ordinary Bridges	531-540
Halabe, Udaya B.	Behavior of FRP Composite Wrapped Concrete Cylinders with Embedded Debonds	566-575
Han, Xing	Dynamic Stability Testing of Isolation Systems Composed of Elastomeric Bearings and Implications for Design	2140-2150
Hantouche, Elie G.	Seismic FRP Bond Strengthening of the Critical Splice Region in Wide Reinforced Concrete Columns	2068-2079
Harfmann, Anton C.	Defragmenting the AEC Industry through a Single, Component-Based Building Information Model	938-947
Hawileh, R.	Finite Element Modeling of Punching Shear in Two-Way Slabs Reinforced with High-Strength Steel	1650-1661
Head, Michael C.	Dr. Phillips Center for the Performing Arts, Orlando, Florida	1058-1069
Hessabi, R. Mirza	A Practical Approach to the Phase and Amplitude Error Estimation for Pseudodynamic (PSD) Testing	1938-1949
Hindi, Riyadh	Behavior of Concrete Columns Confined with Cross Spirals under Different Loads	1662-1672
Hindman, D. P.	Wood Truss Installation Loads Due to OSHA Fall Protection	1255-1264
Hofmeister, W. Steven	Consol Energy Center Design and Construction	1599-1605
Homles, Ryan	1-g Scale Hydraulic Flume-based Soil-Fluid-Structure Model Testing and Evaluation of Surging and Scouring Effects	2394-2409
Howser, Rachel	Development of Carbon Nanofiber Aggregate	340-351
Hsiao, P. C.	Evaluation of Collapse Potential and the Response Modification Coefficient of SCBFs	2675-2692
Huang, Dongzhou	Impact Behavior of Concrete Bridge Deck on Girders Due to Moving Vehicles	689-698
Huang, J.	Long-term Durability Design of GFRP Reinforced Concrete Structures in US: Code Assessment and Evaluation	1857-1866
Hutchinson, Tara	Overview of the Building Nonstructural Components and Systems (BNCS) Project	1485-1498
Imanpour, Ali	Seismic Stability Response of Columns in Multi-Tiered Braced Steel Frames for Industrial Applications	2650-2661
Jacques, C.	An All-Hazards Approach for Quantifying Loss of Function for Critical Healthcare Infrastructure	2032-2043
Jamshidi, A.	Structural Integrity of Composite Steel Gravity Frame Systems	55-66
Jani, Khushbu D.	Design of Diagrid Structural System for High Rise Steel Buildings as per Indian Standards	1070-1081
Jennings, Elaina N.	Low Cost Shape Memory Alloy Devices for Seismic Response Modification of Light-Frame Wood Buildings	1205-1216
Jeon, J. S.	Aftershock Probabilistic Seismic Demand Model of Damaged Non-Ductile Reinforced Concrete Frames in California	2638-2649
Jerath, S.	Response of Wind Turbine Towers to Seismic Loading At Different Damping Ratios	1391-1402
Jones, Michael H.	The Gerald Desmond Cable-Stayed Bridge - A Case Study in Performance-Based Seismic Design	781-792
Jorgensen, S. A.	The Structure of Art	1323-1337
Karthik, Madhu M.	C-STM Modeling of Bridge Piers without and with ASR/DEF Deterioration	447-456
Kercsmar, Christopher	Displacement Monitoring of Marble Panels Under the Application of Gravity, In-Plane Lateral and Out-of-Plane Lateral Loads	1926-1937
Kevit, C. T.	Calculation of Response Modification Factor for an Existing All-Concrete Elevated Tank Pedestal	1362-1372
Khalil, Ahmed	Predictive Seismic Load History Comparison of AEM Model Prediction vs. Empirical Results	2937-2948
Khinda, Jagtar S.	The New Performance Based Seismic Design Criteria for New York City	807-816
Khodair, Yasser	Seismic Analysis of Integral Abutment Bridges Considering Soil-Structure Interaction	2895-2903
Kilic, Sami And	Symmetric and Asymmetric Collapse Mechanisms of a Multi-Story Steel Structure subjected to Gravity and Fire	2545-2554
Kircher, Charles A.	ATC-84 Project: Improved Seismic Performance Factors for Design of New Buildings	2215-2228
Klinga, J. V.	Performance Assessment of Pile-Supported Bridges in Extreme Flood Conditions	457-466
Knaack, Adam M.	Service-Load Deflection Behavior of Reinforced Concrete Beams with Recycled Concrete Aggregate	2705-2716
Kodur, V. K. R.	Guidelines for Achieving Optimum Fire Resistance in FRP-strengthened Reinforced Concrete Beams	1120-1130
Kody, A.	Identification of Physically Simulated Damage on a Footbridge Based on Ambient Vibration Data	352-362
Koppal, M.	Perforated Steel Plate Shear Walls for Tunable Seismic Resistance	2884-2894
Krolicki, Jason	Vegas High Roller: Giant Observation Wheel Design	1338-1349
Kukay, Brian	Evaluating Fire-Damaged Components of Timber Bridges and Structures	758-767
Lai, Lung-Yang ("Leon")	Thermal Effects on Load Rating of Reinforced Concrete Arch Bridges	479-490
Lalkovski, Nikolay	Pancake-Type Collapse—Energy Absorption Mechanisms and their Influence on the Final Outcome	284-295
Lan, J.	Removal of Steel Tie Rods in a Segmental Tied Arch Floor System	1014-1024
Lattanzi, David A.	A Prototype Imaging and Visualization System for Robotic Infrastructure Inspection	410-421
Lawson, David J.	Bridge Load Rating of a Super Load using AASHTO LRFR	668-679
Lawson, J. W.	Collective Chord Behavior in Large Flexible Diaphragms	2274-2285
Le, Jia-Liang	Probabilistic Analysis of Vulnerability of Reinforced Concrete Buildings Against Progressive Collapse	20-31
Lee, H.-J.	High-Strength Concrete and Reinforcing Steel in Beam-Column Connections	1606-1615
Leininger, Lara D.	Quantification of Aluminum Increase Factors for Curtain Wall Design Using Finite Element Methods	191-202
Lemay, Lionel	Sustainable Concrete: The Role of Performance-based Specifications	2693-2704
Leong, E. N.	Gender and Racial Diversity in the Structural Engineering Profession	885-896
Li, Bing	Experimental Study on the Seismic Response of L-Shaped Reinforced Concrete Columns	1673-1682
Li, Bing	Seismic Vulnerability of Gravity-Load-Designed Beam-Column Connections	1629-1639
Li, Honghao	Collapse Resistance Mechanisms in Steel Frame Buildings	1-10
Lindenberg, Richard E.	From Old to New: Vibration Issues with Old Buildings and Their New Office Spaces	1747-1758
Liu, Chang	Ultrasonic Monitoring of a Pressurized Pipe in Operation	1903-1913
Liu, Jinrong	Vulnerability of Disproportionate Collapse in Older Flat Plate Buildings Subjected to Sudden Removal of a Bearing Column	2814-2823
Liu, Zhong (John)	Design of Foundations for Large Dynamic Equipment in a High Seismic Region	1403-1414
Lo Ricco, Marco T.	Mass Concrete Foundation Design for Precision Manufacturing of Large-Scale Equipment	1425-1436
Lou, Menglin	Response Analysis of a Long-span Arch Bridge under the Seismic Traveling Excitation	2860-2871
Lounis, Zoubir	Risk-Based Decision Making for Sustainable and Resilient Infrastructure	1845-1856
Ludke, Reinhard	The Golden Gate Bridge Art Deco Suspension Bridge Masterpiece	576-587
Maclise, L.	Comparing Adaptability - A Case Study of Three Historic Buildings	2767-2778
Mahmoud, H. N.	Fatigue Reliability of Stiffened Panels using Finite Element Monte Carlo Simulations	699-708
Mahmoud, Hussam	Hybrid Simulation of Semi-rigid Partial-Strength Steel Frames	2410-2420
Main, J. A.	Robustness of Prototype Steel Frame Buildings against Column Loss: Assessment and Comparisons	43-54
Malakoutian, M.	Seismic Design Parameters for the Link Column Frame System	1713-1721
Mara, T. G.	Wind Effects on Four Steel Stacks in Square Arrangement	1350-1361
Maurya, A.	Development of Ring-Shaped Steel Plate Shear Walls	2971-2982
Maurya, Pradeep	Surface Train and Subway-induced Ground Vibration Characteristics for Full-Scale Buildings	2455-2465
Mazzoni, Silvia	Modeling of Nonlinear Soil-Foundation-Structure Interaction in Response History Analysis - An Existing-Building Evaluation Case Study	2962-2970
McAllister, Therese P.	Structural Design for Fire Conditions: Reliability-Based Resistance Criteria	1131-1137
McConnell, Jennifer	Cross-Frame Forces in Skewed Steel I-Girder Bridges: Field Testing and Analytical Results	491-501
McGinnis, M. J.	Out-of-Plane Full-Field Strain and Curvature Behavior of Two RC Bearing Walls under Fire	1109-1119
McGinnis, Michael J.	Experimental Evaluation of a Multi-Story Post-Tensioned Coupled Shear Wall Structure	1950-1961
Meacham, B. J.	Shake Table Testing of a Full-Scale Five-Story Building: Post-Earthquake Fire Performance	1499-1510
Means, S. J.	Structure as Aesthetic in Sustainable Design Case Study	2779-2788
Memari, Mehrdad	Effects of Fire Following Earthquakes on Steel Frames with Reduced Beam Sections	2555-2565
Miah, M.	Seismic Vulnerability of Select Critical Bridges in North Mississippi	388-397
Miller-Johnson, Russ	In the Looking Glass of Sustainable Architecture	2789-2794
Mittal, Ravi Kant	Evaluation of Liquefaction Screening Criterion Based on Standard Penetration Test Values	2983-2988
Miyamoto, H. Kit	Response of Structures with Viscous Dampers Subjected to Large Earthquakes	2118-2127
Mohamed, Ismail	Investigation of Cold-Formed Steel Wall Reinforcement Systems to Resist Progressive Collapse	960-969
Montalva, Arturo	Breach Evaluation of Structures Using the Applied Element Method	115-124
Mota, Mike	Voided "Two-Way" Flat Slabs	1640-1649
Mueller, Adam	A Benchmark Testing System for Real-Time Hybrid Simulation Development	2370-2381
Muir, C. A.	Seismic Testing of the Slotted Beam Detail for Reinforced Concrete Structures	2614-2625
Murren, Patrick	Optimization of Large Steel Frames Using a Design-Driven Harmony Search	2508-2519
Muthukumar, Susendar	Nonlinear Seismic Analysis of a Round Concrete Tower with a Post-Tensioned Self-Centering System	2128-2139
Nader, Marwan	The New San Francisco-Oakland Bay Bridge	588-598
Naito, C.	Design for Disproportionate Collapse Prevention of Precast and Prestressed Structures	262-271
Nakata, Narutoshi	Nonlinear Effective Force Testing Using Loop Shaping Controller	2358-2369
Nawar, M.	Modeling and Testing of Laminated Curtain Wall Systems under Blast Loading	170-180
Nawari, Nawari O.	SmartCodes and BIM	928-937
Nguyen, H.	Structural Behavior of HFRP-UHPFRC Composite Girders	553-565
Nie, Jianguo	Experimental Research on Seismic Performance of K-Style Steel Outrigger Truss to Concrete Core Tube Wall Joints	2802-2813
O''Donnell, A. P.	Experimental Evaluation of Ground Motion Scaling Methods for Nonlinear Analysis of Structural Systems	2180-2191
Olmati, P.	Robustness Assessment of a Steel Truss Bridge	250-261
Olmati, Pierluigi	Progressive Collapse Susceptibility of a Long Span Suspension Bridge	272-283
Orton, Sarah	Evaluation of Mechanical Anchoring System to Improve Performance of CFRP Mitigated Concrete Slabs under Close-in Blasts	239-249
Orton, Sarah	Static and Dynamic Disproportionate Collapse Testing of a Reinforced Concrete Frame	67-77
Pabian, Scott	Investigation of Floor Vibration Evaluation Criteria Using an Extensive Database of Floors	2478-2486
Padilla-Llano, D. A.	Axial Hysteretic Modeling of Cold-Formed Steel Members for Computationally Efficient Seismic Simulation	948-959
Palacio, J. P.	Structural Performance Assessment and Retrofit of Reinforced Concrete Buildings Under Seismic Loads	2044-2055
Pantoli, E.	Shake Table Testing of a Full-Scale Five-Story Building: Performance of the Major Nonstructural Components - Egress and Façades	1447-1459
Pham, Thong M.	Strengthening Square Reinforced Concrete Columns by Shape Modification and CFRP	2602-2613
Pollino, M.	Research Needs for Seismic Rehabilitation of Sub-standard Buildings using Stiff Rocking Cores	1683-1693
Rabie, Oruba	Numerical Simulation of Blast Wave Mitigations on RC Buildings via Improved Structural Configuration and Column Cross-Section Properties	78-92
Razdolsky, Leo	Probability Based Structural Fire Load	2566-2577
Reid, Matthew	Vegas High Roller 3D Modeling and Integration	860-872
Reza, M. A.	Analysis of Connections in Composite Construction Under Cyclic Loading	1975-1986
Robertson, Ian	Ductile Fuse Connectors for Hybrid Masonry Systems	1159-1168
Rosignoli, Chiara	Use of Aggressivity Functions in the Dimensioning of Simple-Span HSR Bridges	733-743
Ryu, K. P.	Simulation and Control of Floor Motions in Structures	1511-1522
Salem, Hamed	Prediction of Bridge Behavior Through Failure: A Case Study Of The Minnesota I-35W Bridge Collapse	2904-2915
Salim, H.	Experimental Evaluation of Static Resistance Function using a Vacuum Chamber	137-147
Salyards, K. A.	Factors to Consider in Design for Rhythmic Crowd Loading for Vibration Serviceability	2466-2477
Sanayei, Masoud	Parameter Identification System (PARIS) for Automated Finite Element Model Updating of Full-Scale Structures	376-387
Sarieddine, M.	Investigation Correlations between Strong-motion Duration and Structural Damage	2926-2936
Sarkisian, M.	Achieving Enhanced Seismic Design Using Viscous Damping Device Technologies	2729-2744
Sarkisian, M.	Innovation in Sustainable Engineering Design: Sustainable Form-Inclusion System (SFIS)	2745-2754
Sarkisian, M.	Performance-Based Engineering of Core Wall Tall Buildings	1094-1108
Sarkisian, M.	Sustainable Structures through Morphogenetic Design	2755-2766
Sattar, Siamak	Quantification of Modeling Uncertainties Based on the Blind Prediction Contest Submissions	1997-2008
Schmidt, Jon A.	Engineers Don't Think Enough About Engineering	897-907
Sedarat, Hassan	Dynamic Response of a Floating Bridge to a Moving Light Rail Train	514-530
Segal, E. M.	Polyester Rope, an Alternative to Steel Cable for Pedestrian Suspended Bridges	2837-2847
Shafei, B.	Assessment of Extent of Capacity Loss in Deteriorated Highway Bridges	622-631
Shahjouei, Alireza	Producing Broadband Synthetic Time Histories for Central and Eastern North America	1767-1776
Sharhan, Hazim	Checking the Flexural-Torsional Stresses in Power Plants Pipe Supports Steel Frames	1289-1300
Shuck, A. M.	Practical Application of Experimental Subassembly Data to Nonlinear Analysis	2203-2214
Six, David F.	A Discussion of Power Plant Loads and Load Combinations	1301-1312
Smith, B. J.	Seismic Displacement Demands for Hybrid Precast Concrete Shear Walls	2626-2637
Smith, Ian F. C.	Structural Identification Methods for Full-Scale Bridges	319-327
Soliman, Mohamed	Reliability and Remaining Life Assessment of Fatigue Critical Steel Structures: Integration of Inspection and Monitoring Information	709-720
Solnosky, Ryan	Current Status of BIM Benefits, Challenges, and the Future Potential for the Structural Discipline	849-859
Song, Ruiqiang	Consideration of Mainshock-Aftershock Sequences into Performance-Based Seismic Engineering	2161-2167
Soroushian, Siavash	Seismic Fragility Study of Fire Sprinkler Piping Systems	1533-1544
Stathopoulos, Ted	Wind Loads on Solar Collectors and PV Panels on Roofs	1545-1554
Stehman, Matthew	A New Approach For Acceleration Tracking of Shake Tables Using Combined Acceleration and Force Feedback Control	1962-1974
Stephens, Todd J.	Rehabilitation of TDOT'S SR56 Deck Truss Bridge Crossing Center Hill Lake	611-621
Stickel, Glenn D.	Rankin Bridge Rehabilitation	632-643
Taflanidis, A. A.	Health Monitoring and Bayesian Updating of Deteriorating Bridge Infrastructures	398-409
Taflanidis, A. A.	Life-Cycle Cost Based Optimal Retrofitting of Structures by Fluid Dampers	1777-1788
Tao, Junliang	Real-time TDR Field Bridge Scour Monitoring System	2996-3009
Thomas, Gareth R.	A Rapidly Deployable Bridge System	656-667
Tirca, Lucia	Incremental Dynamic Analysis of Existing Steel Braced Frame Buildings in Moderate Seismic Zones	2298-2309
Tremblay, R.	Stability of X-Bracing Systems with Traditional Bolted Connections	2662-2674
Tures, Jennifer	Validation and Implementation of a Simplified Analysis Procedure for Bridges Crossing Earthquake Fault Ruptures	839-848
Ucak, Alper	The Response of the Seismically Isolated Bolu Viaduct Subjected to Fault Crossing	817-826
Ussia, Alessia	Modeling and Optimal Semi Active Control Strategies for adaptive MRTMD	1722-1735
Wallis, William B.	Heinz Field: A Showcase In Steel	1565-1598
Wang, Xiang	Shake Table Testing of a Full-Scale Five-Story Building: Pre-test Simulation of the Test Building and Development of an NCS Design Criteria	1460-1471
Wang, Z.	Comparison of Sparse Representation and Fourier Discriminant Methods: Damage Location Classification in Indirect Lab-scale Bridge Structural Health Monitoring	436-446
Watanabe, Hidekazu	Shape Optimization of Energy Dissipation Devices for Passive Seismic Control of Building Frames	2487-2498
Watkins, C. E.	Effect of Powder Actuated Fasteners on the Seismic Performance of Steel Moment Frame Connections	2322-2333
Weigand, J. M.	Large-Scale Experimental Evaluation of Steel Gravity Framing Structural Integrity	32-42
Wey, Eric	Limitations of Equivalent Lateral Force Procedure for Nonbuilding Petrochemical Structure Configurations	1373-1380
Wey, Eric	Vibratory Machine Foundation Design: When to Perform a Dynamic Analysis	1437-1446
Wierschem, N. E.	Experimental Testing of a Large 9-Story Structure Equipped with Multiple Nonlinear Energy Sinks Subjected to an Impulsive Loading	2241-2252
Wieser, J.	Seismic Performance of Highway Bridges with Seat-Type Abutments Subjected to Near-Fault Ground Motions	827-838
Wilkerson, S. M.	Mixed Variable Plate Girder Cost Optimization Using Mesh Adaptive Direct Search	2520-2533
Wilkinson, P.	Modal Displacement Based Seismic Design of Multi-Story One Way Asymmetric Plan Building Structures	2168-2179
Willam, Kaspar	Failure of Unreinforced Masonry Under Compression	2949-2961
Wills, Daniel W.	Homestead Grays Bridge Rehabilitation and Widening	644-655
Wong, K. K. F.	Evaluation of Computational Tools for Performing Nonlinear Seismic Analyses of Structural Collapse	2106-2117
Xiao, Y.	Collapse Test of a 3-Story Half-Scale RC Frame Structure	11-19
Yang, Guang	Behavior of FRP-Reinforced Concrete Element under Shear: Experimental and Analytical Investigations	1879-1890
Ye, Qi	Performance-Based Seismic Evaluation and Retrofit of Suspension Bridges	793-806
Yu, Qiang	A multi-Scale Material Model for Predicting the Multi-Decade Behavior of Concrete Structures	1891-1902
Yu, Xiaojun	Bridging Disparities in Scale across the Fire and Structural Domains	2534-2544
Yu-Hang, Wang	Test on Torsion Behavior of CFST Columns Subjected to Complex Load	2795-2801
Zafar, Adeel	Manufacturing and Modeling of SMA Composite Reinforcement for Enhanced Performance of Concrete Structures under Sequential Ground Motion Records	1867-1878
Zhou, Meng	Multi-scale Analysis of the Steel Cable Anchorage System of Self-Anchored Suspension Bridges	467-478
Zolghadri, Navid	Identification of Truck Types using Strain Sensors include Co-located Strain Gauges	363-375

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1061/9780784412848.

Über diese
Datenseite
Reference-ID
10705876
Veröffentlicht am:
20.02.2023
Geändert am:
06.09.2023

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

Structures Congress 2013: Bridging Your Passion with Your Profession

Artikel

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Structures Congress 2013: Bridging Your Passion with Your Profession

Artikel

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.